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Morphological and Rheological Properties of Polyamide 6/Poly(propylene)/Organoclay Nanocomposites

W. S. ChowSchool of Materials and Mineral Resources Engineering, Engineering Campus, Universiti Sains Malaysia, Seri Ampangan 14300 Nibong Tebal, Penang, MalaysiaZ. A. Mohd IshakSchool of Materials and Mineral Resources Engineering, Engineering Campus, Universiti Sains Malaysia, Seri Ampangan 14300 Nibong Tebal, Penang, MalaysiaJ. Karger‐KocsisInstitut für Verbundwerkstoffe GmbH (Institute for Composite Materials), Kaiserslautern University of Technology, P.O. Box 3049, D-67653 Kaiserslautern, Germany
2005en
ABI

Аннотация

Abstract Summary: Polyamide 6 (PA6)/Poly(propylene) (PP)/organoclay (octadecylamine intercalated montmorillonite) systems with and without compatibilizer (maleated poly(propylene) and ethylene/propylene‐based rubber (PPgMA and EPRgMA, respectively)) were produced by extrusion melt blending and the clay dispersion was characterized by transmission electron microscopy (TEM) and X‐ray diffraction (XRD). The rheological behaviour of the nanocomposites was determined by various methods, viz melt flow index (MFI), capillary and plate/plate rheological measurements. Attempts were made to trace the rheological parameters that reliably reflect the observed changes in the clay dispersion. It was found that some parameters in the viscoelastic range derived from frequency sweep measurements using a plate/plate rheometer are a suitable indicator for changes in the clay dispersion. High initial viscosity with a strong reduction as a function of frequency was attributed to improved clay exfoliation. The latter was also reflected by a high initial shear storage modulus ( G′ ) along with its small change with the frequency. Variation of the storage modulus ( G′ ) as a function of frequency for the PA6/PP nanocomposites. Note: this figure also indicates how the slopes at low and high shear rates were determined. image Variation of the storage modulus ( G′ ) as a function of frequency for the PA6/PP nanocomposites. Note: this figure also indicates how the slopes at low and high shear rates were determined.

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